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_______________________________________________________________________________________ Digby Wells and Associates (South Africa) (Pty) Ltd (Subsidiary of Digby Wells & Associates (Pty) Ltd). Co. Reg. No. 2010/008577/07. Fern Isle, Section 10, 359 Pretoria Ave Randburg Private Bag X10046, Randburg, 2125, South Africa Tel: +27 11 789 9495, Fax: +27 11 789 9498, [email protected], www.digbywells.com _______________________________________________________________________________________ Directors: A Sing*, AR Wilke, DJ Otto, GB Beringer, LF Koeslag, AJ Reynolds (Chairman) (British)*, J Leaver*, GE Trusler (C.E.O) *Non-Executive _______________________________________________________________________________________
Wetland Assessment for Areas
Associated with the Weltevreden
Site
Wetland Assessment
Project Number:
NOR1982
Prepared for:
Northern Coal (Pty) Ltd
July 2014
Digby Wells Environmental i
This document has been prepared by Digby Wells Environmental.
Report Type: Wetland Assessment
Project Name: Wetland Assessment for Areas Associated with the
Weltevreden Site
Project Code: NOR1982
Name Responsibility Signature Date
Crystal Rowe Report Compiler
2014-07-28
Andrew Husted Review
2014-07-28
This report is provided solely for the purposes set out in it and may not, in whole or in part, be used for any other purpose
without Digby Wells Environmental prior written consent.
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Digby Wells Environmental ii
EXECUTIVE SUMMARY
Digby Wells & Associates (DWA) was appointed by Northern Coal (Pty) Ltd to undertake a
wetland study on the farm Weltevreden in the Belfast area, Mpumalanga. An opencast mine,
comprised of three pits and associated infrastructure, is intended for the area. A Wetland
Assessment Report has already been completed in 2008, by Digby Wells and the purpose of
the current assessment is to update this report. The aim of the study is to delineate wetland
areas, classify wetlands, describe the Present Ecological State (PES), functionality and
sensitivity of wetlands and to provide an impacts assessment to determine the potential
impacts of the development and operation of the proposed opencast mine on wetlands on
site.
The study area falls within the Komati River catchment (X11D), which is in a moderately
modified state. Three wetlands have been identified by NFEPA, two of which are regarded
as important for the maintenance of biodiversity. In addition, Mpumalanga C-Plan classifies
wetlands on site as ‘natural’ but does not regard any of them as critical for meeting the
objectives of this plan.
The wetlands on site were delineated making use of the four primary indicators, namely: soil
form, soil wetness features, vegetation and terrain. Based on this, 160.3 ha of wetland areas
was delineated, the majority of which was classified as hillslope seepage. The remaining
wetlands were hillslope seeps leading to channels, hillslope seeps leading to pans and a
single pan / depression.
Wetlands were largely allocated a PES of C, as well as D; with the major impacts related to
damming, overgrazing and trampling by livestock, as well as the presence of roads that
cause compaction of sediments and reduced flow of water through the wetland. 60% of
wetlands were assigned an Ecological Importance and Sensitivity (EIS) of C and the
remainder were assigned an EIS of D (40% of wetlands on site).
The primary impacts associated with the proposed opencast mine is direct loss of wetland
habitat. This will cause a reduction in available habitat for flora and fauna and will also result
in a loss of eco-services provided. Further to this, the risk of hydrocarbon spills and
contamination of surface water from mining activity is regarded as highly significant as the
major degradation to wetlands can occur. The 100m buffer, as stipulated by the National
Water Act (No. 36 of 1998) has been recommended for all wetlands on site. Fortunately the
Weltevreden pan and its narrow catchment have been excluded from the current mine plan.
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TABLE OF CONTENTS
1 Introduction ....................................................................................................................... 1
1.1 Terms of Reference ................................................................................................. 3
2 Study Area ........................................................................................................................ 4
2.1 Drainage and Quaternary Catchments .................................................................... 6
2.2 National Freshwater Ecosystem Priority Areas (NFEPA) ......................................... 8
2.3 Mpumalanga Conservation Plan (C-Plan) ............................................................. 11
3 Expertise of the Specialist ............................................................................................... 13
4 Aims and Objectives ....................................................................................................... 13
5 Methodology.................................................................................................................... 13
5.1 Wetland Identification and delineation ................................................................... 13
5.2 Wetland Delineation .............................................................................................. 15
5.3 Wetland Ecological Health Assessment ................................................................ 15
5.4 Wetland Ecological Importance and Functionality Assessment ............................. 16
5.5 Wetland Functional Assessment ........................................................................... 16
5.6 Impact Assessment ............................................................................................... 17
6 Results ............................................................................................................................ 19
6.1 Wetland delineation ............................................................................................... 19
6.1.1 Vegetation Indicator ........................................................................................ 22
6.1.2 Soil Indicator ................................................................................................... 24
6.1.3 Terrain Indicator ............................................................................................. 24
6.2 Wetland Functionality ............................................................................................ 27
6.3 Wetland Present Ecological State (PES) ............................................................... 30
6.4 Wetland Ecological Importance and Sensitivity (EIS) ............................................ 32
7 Impacts Assessment ....................................................................................................... 34
7.1 Issue 1: Loss of wetland area ................................................................................ 36
7.1.1 Impact 1 - Loss of hillslope seeps ................................................................... 36
7.1.2 Impact 2 - Loss of Valley Bottom Wetlands ..................................................... 37
7.2 Issue 2: Loss of wetland integrity and functionality ................................................ 37
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7.2.1 Impact 3: Chemical contamination of surface water ........................................ 37
7.3 Cumulative Impacts ............................................................................................... 39
7.4 Impact mitigation hierarchy .................................................................................... 40
8 Discussion ....................................................................................................................... 41
9 Recommendations .......................................................................................................... 41
10 Conclusions ..................................................................................................................... 43
11 References ...................................................................................................................... 44
LIST OF FIGURES
Figure 2-1: Locality ............................................................................................................... 5
Figure 2-2: Quaternary Catchments ...................................................................................... 7
Figure 2-3: NFEPA wetlands associated with the study area .............................................. 10
Figure 2-4: Mpumalanga C-Plan ......................................................................................... 12
Figure 5-1: Wetland HGM Units (modified from Brinson 1993; Kotze 1999 and Marneweck
and Batchelor 2002) ............................................................................................................ 14
Figure 6-1: Wetland delineation .......................................................................................... 21
Figure 6-2: Vegetation indicators: A: Juncus effusus (Soft Rush); B: Agrostis lachnantha
(Bent Grass); C: Eragrostis gummiflua (Gum Grass); D: Andropogon huillensis (Large Silver
Andropogon); E: Utricularia sp. and F: Limosella aricana (Mudwort)). ................................. 23
Figure 6-3: Soil indicators (A and B: soil mottling in the permanent zone of the Weltevreden
Pan; C and D: E-horizon soil in the seasonal zone of the valley bottom system that is
indicative of the seasonal wetland and E: characteristic gleying) ........................................ 24
Figure 6-4: Radial plots of Eco-services provided by wetlands on site (A: valley bottom
without a channel; B: hillslope seep connected to the watercourse; C: hillslope seep
connected to a pan; D: isolated hillslope seep and E: pan / depression) ............................. 30
Figure 6-5: Examples of current impacts on wetlands on site (A: damming across a channel;
B: alien bushclumps in the catchment of a valley bottom wetland and C: cattle path through
an overgrazed pan) ............................................................................................................. 32
Figure 6-6: Present Ecological State and Ecological Importance and Sensitivity ................. 33
Figure 7-1: Mitigation hierarchy ........................................................................................... 34
Figure 10-2: Impacts Assessment ....................................................................................... 35
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LIST OF TABLES
Table 2-1: NFEPA wetland classification ranking criteria ....................................................... 8
Table 2-2: NFEPA wetlands for the Weltevreden site ............................................................ 9
Table 5-1: Impact scores and Present Ecological State categories used by WET-Health .... 15
Table 5-2: Criteria used for determining the EIS of wetlands ............................................... 16
Table 5-3: Impact Assessment methodology ....................................................................... 17
Table 6-1: Wetland units delineated on site ......................................................................... 19
Table 6-2: Plant species used as indicators of wetlands ..................................................... 22
Table 6-3: Descriptions of HGM units observed on site ....................................................... 25
Table 6-4: List and scoring of eco-services provided by HGM units on site ......................... 28
Table 7-1: Area of wetland anticipated to be lost to the proposed opencast mine ............... 34
Table 7-2: The details pertaining to the mitigation hierarchy for the project ......................... 40
LIST OF APPENDICES
Appendix A: CV’s of the Specialists
Appendix B: Wetland Delineation Methodology
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1 Introduction
The general conservation status of freshwater ecosystems worldwide is poor and continues
to decline at a rapid rate, with rivers and wetlands among the most threatened of all
ecosystems (Vitousek et al., 1997, Revenga et al., 2000). According to Moyle and Williams
(1990) and Jensen et al. (1993) this decline is a result of severe alteration caused by human
activities. With an ever increasing human population as well as economic development, an
increase in the demand for water is inevitable, as well as an increase in pollution to
freshwater ecosystems. The sectors which are responsible for this are the domestic,
agricultural, recreational and industrial sectors as they all depend on fresh flowing water
(Roux et al., 1996).
According to Jungwirth et al. (2000) and Muhar et al. (2000) aquatic ecosystems are heavily
degraded on a global level by these human activities and impacts. As a result it is important
for both conservation and management of freshwater systems to determine which basic
processes, functions and structures make up the ecological integrity of these ecosystems. In
spite of the fact that conservation of biological diversity has been the main aim of
conservation biology, the phrase “biological integrity” has formed the cornerstone of all these
programs. The ability of a biological system to function and maintain itself in the face of
changes in environmental conditions is referred to as biological or biotic integrity (Angemeier
and Karr, 1994).
South Africa has a diverse assortment of natural resources which does not include water
(Ashton, 2007). One of the primary reasons for the scarcity of our water resources is that the
excessive human population growth and development has resulted in unbalancing the
availability of and state of water resources locally and on a global scale (Davies & Day,
1998). Water resources in South Africa are currently considered to be finite which suggests
that in South Africa as a result of the excessive use of water resources will result in a water
shortage that will progress into a water crisis unless the adequate management actions are
taken to address this area of concern (Davies & Day, 1998).
There have been some significant changes over the past few years to the priorities and
approaches to management of water resources in South Africa (Ashton et. al, 2005).
Culmination in the promulgation of the Water Services Act (WSA: Republic of South Africa,
1997) and the National Water Act (NWA: Republic of South Africa, 1998) may be attributed
to the process of reform of the policy on water resources and water services (Ashton et. al,
2005).
According to the National Water Act (Act 36 of 1998), a water resource is not only
considered to be the water that can be extracted from a system and utilized but the entire
water cycle. This includes evaporation, precipitation and entire aquatic ecosystem including
the physical or structural aquatic habitats, the water, the aquatic biota, and the physical,
chemical and ecological processes that link water, habitats and biota. The entire ecosystem
is acknowledged as a life support system by the National Water Act. According to van Wyk
et al. (2006) the “resource” is defined to include a water course, surface water, estuary and
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aquifer, on the understanding that a water course includes rivers and springs, the channels
in which the water flows regularly or intermittently, wetlands, lakes and dams into or from
which water flows, and where relevant, the banks and bed or the system.
Basic human needs, societal well-being and economic growth and development are
supported by river ecosystem goods and services. A range of processes which support
human well-being are included as ecosystem services such as the maintenance of water
quality, waste disposal as well as those services relating to recreational and spiritual needs
(van Wyk et al., 2006). The Act requires that sufficient water is to be reserved to maintain as
well as sustain the ecological functioning of the country’s aquatic ecosystems which include
rivers, wetlands, groundwater and estuarine systems. If the country’s water resources
continue to be abused and deteriorate, this will result in an unavoidable loss of key
ecosystem services that support social and economic development (Postel and Richter,
2003; Driver et al., 2005; MEA, 2005; Dudgeon et al., 2006; Dasgupta, 2007). The diverse
goods and services provided for by water resource are acknowledged by the National Water
Act. This ingrains the democratic principles necessary to safeguard equity in access to these
resources. The aim is that society should be able to use as well as protect an agreed upon
suite of goods and services derived from the water resource. The water law provides for an
integrated, adaptive process for water resource management.
The optimal use of natural resources for sustainable economic activity is essential in
developing countries (Howarth and Farber, 2002). Biodiversity is a vital component for
maintaining ecological processes and thus in ensuring sustainability of the ecosystem goods
and services which is vital for successful water resource management (MacKat et al., 2004)
South Africa’s National Biodiversity Strategy and Action Plan (DEAT, 2005) acknowledges
that there is cause for significant concern due to the declining status of ecosystems that
degradation of ecosystems leads to a reduction in ecosystem services. This may result in a
reduced capacity to generate clean water and a loss of food production due to land
degradation.
The overall framework for environmental governance in South Africa has been created by
South Africa’s Constitution (Act 108 of 1996) by establishing the right to an environment that
is not harmful to health and well-being, by balancing the right to have the environment
protected with rights to valid social and economic development and by allocating
environmental functions to a wide range of government agencies in all spheres and requiring
co-operation between government agencies and spheres of government (DEAT, 2005).
National legislation has been promulgated to govern national competencies, one of which is
water (National Water Act).
Therefore the approach adopted within South Africa by freshwater surface ecosystem
regulators to balance the use of aquatic ecosystems includes ascertaining the current state
and or availability of ecosystem resources, allocating ecological, social and or economic
values to the resource to enable the sustainable use and or protection of the resources. In
this study the surface aquatic ecosystems associated with the proposed Northern Coal
mining activity, consisting of the associated wetland areas as well as the Klein Komati River,
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have been addressed. The South African River Health Programme (RHP) primarily makes
use of biological indicators (e.g. fish communities, riparian vegetation, aquatic invertebrate
fauna) to assess the condition or health of river systems. These methodologies were
developed for lotic systems (rivers and streams) and are not applicable to lentic ecosystems
(dams, lakes, pans etc.). Due to the lentic nature of the system assessed, only a wetland
assessment was conducted. The delineation of the wetland areas was done in accordance
with the DWAF (2005) methodology.
Wetlands are highly susceptible to the degradation of quality and a reduction in quantity as a
result of anthropogenic resource use activities, (Mitsch and Gosselink, 1993; Brinson, 1993;
Bernaldez et al., 1993, Diederichs and Ellery, 2001) land-surface-development (Gibbs, 2000)
and landscape-management (Kotze and Breen, 1994; Whitlow, 1992) practices that alter
their hydrological regime impacting these systems (Winter and Llamas, 1993). Historically
wetlands have been perceived to be wastelands (Maltby, 1986) and this has resulted in the
exploitation, alteration and in many cases the complete destruction of these valuable
ecosystems, with an accompanying loss of associated ecosystem goods and services
(Begg, 1986). It is now acknowledged that these ecosystems perform functions making them
invaluable to the management of both water quantity and quality, and as a result wetlands
are regarded as integral components of catchment systems (Jewitt and Kotze, 2000;
Dickens et al., 2003).
The aim of the study is to delineate the associated wetland areas of the study area. The
following tasks were identified in order to meet the project objectives:
■ Conduct a desktop and field investigation of the wetlands within the study areas;
■ Assess, classify, delineate and map the identified wetlands;
■ Describe the general functions of the wetlands;
■ Determine the Present Ecological State (PES) and Ecological Importance and
Sensitivity
■ (EIS) of the wetlands on site; and
■ Provide a report with maps of wetlands, detailing all the information.
This report presents the approach adopted, the results of the approach as well as a
discussion of the significance and relevance of the determined results. Additionally,
management options have also been provided to protect and manage ecosystems and
areas of ecological importance.
1.1 Terms of Reference
Digby Wells & Associates (DWA) was appointed by Northern Coal (Pty) Ltd to undertake a
wetland study on the farm Weltevreden in the Belfast area, Mpumalanga. This study is for
the proposed opencast mining operation, inclusive of three opencast pits, intended for the
study area. Information generated from this survey would be used to delineate, classify and
map the wetlands at Weltevreden. A wetland assessment had already been completed by
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Digby Wells in 2008 and the primary objective of this study is to update the former report.
Studies that have previously been completed for the area and were used to update this
report include:
■ Pan Biodiversity Assessment of Weltevreden Pan. Digby Wells, 2014.
■ Wetland Delineation: Wetlands and aquatic systems associated with Weltevreden,
Belfast, Mpumalanga. Digby Wells, 2008.
The National Water Act 36 of 1998 is important in that it provides a framework to protect
water resources against over exploitation and to ensure that there is water for social and
economic development, human needs and to meet the needs of the aquatic environment.
The Act recognises both wetlands and rivers as water resources and are both protected
under the Act. This study addresses selected regulations and regulatory procedures of the
South Africa Departments of Water Affairs and Forestry and the Department of
Environmental Affairs and Tourism.
2 Study Area
The study area is situated in the Mpumalanga Province, in the Highlands Local Municipality
between the N4 and R33 roads. The site consists of maize fields, stands of Eucalyptus spp.,
pans and grasslands (Figure 2-1). Evidence of agricultural activities that took place on the
site (cattle grazing) is evident. A rocky area is present to the north of the pans.
Approximately 219 ha will be mined using open cast methods.
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Figure 2-1: Locality
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2.1 Drainage and Quaternary Catchments
The study area is situated within the Komati River quaternary catchment (X11D); which has
been allocated a Present Ecological State (PES) of ‘moderately modified’ (C). The affected
watercourse is the Klein Komati River which flows into the Komati River. Figure 2-2
represents the quaternary catchments for the Weltevreden site.
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Figure 2-2: Quaternary Catchments
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2.2 National Freshwater Ecosystem Priority Areas (NFEPA)
The National Freshwater Ecosystem Priority Areas (NFEPA) strategic spatial priorities for
conserving the country’s freshwater ecosystems and supporting sustainable use of water
resources were considered to evaluate the importance of the wetland areas located within
the Northern Coal mining project area (Nel et al. 2011).
Spatial layers (FEPA’s) used include the wetland classification and ranking. The identified
wetland areas play important functions such as the enhancement of water quality,
attenuation of floods and biodiversity support.
The NFEPA wetlands have been ranked in terms of importance in the conservation of
biodiversity. Table 2-1 below indicates the criteria which were considered for the ranking of
wetland areas. Three wetland units have been identified by NFEPA, as listed in Table 2-2
and represented in Figure 2-3. Both the Weltevreden pan and the northern seep have been
assigned an NFEPA ranking of two. This implies that these wetland units are (or are within
proximity to) important for the maintenance of biodiversity and may be regarded as
necessary habitat for an IUCN-listed threatened frog species, threatened waterbirds or other
important biodiversity features. The rank 6 wetland is not regarded to be as significant.
The identification of wetland and aquatic NFEPA’s takes place on a large scale and as a
result, not all wetland units present on a site are always identified.
Table 2-1: NFEPA wetland classification ranking criteria
Criteria Rank
Wetlands that intersect with a RAMSAR site. 1
Wetlands within 500 m of an IUCN threatened frog point locality; Wetlands within 500 m of a threatened waterbird point locality; Wetlands (excluding dams) with the majority of their area within a sub-quaternary catchment that has sightings or breeding areas for threatened Wattled Cranes, Grey Crowned Cranes and Blue Cranes; Wetlands (excluding dams) within a sub-quaternary catchment identified by experts at the regional review workshops as containing wetlands of exceptional Biodiversity importance, with valid reasons documented; and Wetlands (excluding dams) within a sub-quaternary catchment identified by experts at the regional review workshops as containing wetlands that are good, intact examples from which to choose.
2
Wetlands (excluding dams) within a sub-quaternary catchment identified by experts at the regional review workshops as containing wetlands of biodiversity importance, but with no valid reasons documented.
3
Wetlands (excluding dams) in A or B condition AND associated with more than three other wetlands (both riverine and non-riverine wetlands were assessed for this criterion); and Wetlands in C condition AND associated with more than three other wetlands (both riverine and non-riverine wetlands were assessed for this criterion).
4
Wetlands (excluding dams) within a sub-quaternary catchment identified by experts at the regional review workshops as containing Impacted Working for Wetland sites.
5
Any other wetland (excluding dams). 6
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Table 2-2: NFEPA wetlands for the Weltevreden site
Wetland Unit HGM Unit NFEPA rank
Bench, Depression Weltevreden Depression / Pan 2
Slope, Seep Seep 2
Slope, Seep Seep 6
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Figure 2-3: NFEPA wetlands associated with the study area
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2.3 Mpumalanga Conservation Plan (C-Plan)
The Mpumalanga Biodiversity Conservation Plan (MBCP) is a plan developed conjointly by
the Mpumalanga Tourism and Parks Agency (MTPA) and Department of Agriculture and
land Administration (DALA) to guide conservation and land-use decisions in the province in
order to support sustainable development. The MTPA recognises that wetlands are
specialised systems that perform ecological functions that are crucial for human and
environmental welfare. Figure 2-4 indicates that the Mpumalanga C-plan does not recognise
any areas that are critical or irreplaceable in the study area and that the majority of wetlands
are classified as natural.
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Figure 2-4: Mpumalanga C-Plan
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3 Expertise of the Specialist
The Digby Wells Biophysical Department is comprised of a team of qualified and
experienced environmental scientists. Members specialise in their respective fields and the
senior members are registered as Professional Natural Scientists. Appendix A lists the
detailed Curriculum Vitae (CV) for specialists involved in this study.
4 Aims and Objectives
The aim for this component of the study was to delineate the associated wetland areas. The
following tasks were identified in order to meet the project objectives:
■ Conduct a desktop and field investigation of the wetlands within the study areas;
■ Assess, classify, delineate and map the identified wetlands;
■ Describe the general functions of the wetlands;
■ Determine the Present Ecological State and Ecological Importance and Sensitivity of
the wetlands on site; and
■ Provide a report with maps of wetlands, detailing all the information.
5 Methodology
5.1 Wetland Identification and delineation
Maps were generated from 1:50 000 topographic maps and aerial photographs, onto which
the wetland areas were identified and preliminary wetland boundaries were delineated at the
desktop level. The identified wetlands were temporarily classified according to their Hydro-
geomorphic (HGM) Unit determinants based on modification of the system proposed by
Brinson (1993), and modified for use by Marneweck and Batchelor (2002) and subsequently
revised by Kotze et al. (2004). The HGM Unit system of classification focuses on the hydro-
geomorphic setting of wetlands which incorporates geomorphology; water movement into,
through and out of the wetland; and landscape / topographic setting. Once wetlands have
been identified, they are categorised into HGM Units as in Figure 5-1. HGM Units are then
assessed individually for habitat integrity.
The initial site investigation was undertaken in November 2013 for orientation and to assess
wetland integrity during the wet-season. This time of year is ideal for field investigations, as it
coincides with the flowering-time of many of the plant species that occur in wetlands and
animals are also most active. This also coincides with the time recommended by the
Mpumalanga Parks and Tourism Agency (MTPA). An additional site visit was conducted in
April 2014 in order to confirm the boundaries of wetlands on site. The site visit included a
concise evaluation of the current impacts on the wetland habitat on site, as well as the
features that contribute to ecological integrity and functionality.
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Figure 5-1: Wetland HGM Units (modified from Brinson 1993; Kotze 1999 and
Marneweck and Batchelor 2002)
Floodplain
Valley bottom areas with a well-defined stream channel
stream channel, gently sloped and characterised by floodplain
features such as oxbow depression and natural levees and the
alluvial (by water) transport and deposition of sediment ,
usually leading to a net accumulation of sediment. Water
inputs from main channel (when channel banks overspill) and
from adjacent slopes.
Valley bottom
with a channel
Valley bottom areas with a well-defined stream channel but
lacking characteristic floodplain features. May be gently sloped
and characterized by the net accumulation of alluvial deposits
or may have steeper slopes and be characterised by the net
loss of sediment. Water inputs from the main channel (when
channel banks overspill) and from adjacent slopes.
Valley bottom
without a
channel
Valley bottom areas with no clearly defined stream channel,
usually gently sloped and characterised by alluvial sediment
deposition, generally leading to a net accumulation of
sediment. Water inputs mainly from the channel entering the
wetland and also from adjacent slopes.
Hillslope
seepage linked
to a stream
channel
Slopes on hillsides, which are characterised by colluvial
(transported by gravity) movement of materials. Water inputs
are mainly from sub-surface flow and outflow is usually via a
well-defined stream channel connecting the area directly to a
stream channel.
Isolated
hillslope
seepage
Slopes on hillsides that are characterised by colluvial transport
(transported by gravity) movement of materials. Water inputs
are from sub-surface flow and outflow either very limited or
through diffuse sub-surface flow but with no direct link to a
surface water channel.
Pan/Depression
A basin-shaped area with a closed elevation contour that
allows for the accumulation of surface water (ie. It is inward
draining). It may also receive subsurface water. An outlet is
usually absent and so this type of wetland is usually isolated
from the stream network.
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5.2 Wetland Delineation
In accordance with the DWAF guidelines (DWAF 2005) the wetland delineation procedure
considers four attributes to determine the limitations of the wetland. These attributes are
discussed according to the DWAF guidelines in further detail later on in this section. Further
descriptions on the four attributes are presented in Appendix B. The four attributes are:
■ Terrain Unit Indicator – helps to identify those parts of the landscape where wetlands
are more likely to occur;
■ Soil Form Indicator – identifies the soil forms, which are associated with prolonged
and frequent saturation;
■ Soil Wetness Indicator – identifies the morphological “signatures” developed in the
soil profile as a result of prolonged and frequent saturation; and
■ Vegetation Indicator – identifies hydrophilic vegetation associated with frequently
saturated soils.
In accordance with the definition of a wetland in the NWA, vegetation is the primary indicator
of a wetland, which must be present under normal circumstances; however, the soil wetness
indicator tends to be the most important in practice. The remaining three indicators are then
used in a confirmatory role. The reason for this, is that the response of vegetation to
changes in the soil moisture regime or management are relatively quick and may be
transformed, whereas the morphological indicators in the soil are significantly more
permanent and will hold the indications of frequent and prolonged saturation long after a
wetland has been drained (perhaps several centuries) (DWAF 2005).
5.3 Wetland Ecological Health Assessment
A PES analysis was conducted to establish baseline integrity (health) for the associated
wetlands. In order to determine the integrity (health) of the characterized HGM units for the
project area, the WET-Health tool was applied. According to Macfarlane et al. (2007) the
health of a wetland can be defined as a measure of the deviation of wetland structure and
function from the wetland’s natural reference condition. The health assessment attempts to
evaluate the hydrological, geomorphological and vegetation health in three separate
modules in order to attempt to estimate similarity to or deviation from natural conditions. The
Present Ecological State (PES) is determined according to Table 5-1.
Table 5-1: Impact scores and Present Ecological State categories used by WET-Health
Description Combined Impact Score
PES Category
Unmodified, natural. 0-0.9 A
Largely natural with few modifications. A slight change in ecosystem processes is discernible and a small loss of natural habitats and biota has
1-1.9 B
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Description Combined Impact Score
PES Category
taken place.
Moderately modified. A moderate change in ecosystem processes and loss of natural habitats has taken place but the natural habitat remains predominantly intact.
2-3.9 C
Largely modified. A large change in ecosystem processes and loss of natural habitat and biota has occurred.
4-5.9 D
The change in ecosystem processes and loss of natural habitat and biota is great but some remaining natural habitat features are still recognisable.
6-7.9 E
Modifications have reached a critical level and ecosystem processes have been modified completely with an almost complete loss of natural habitat and biota.
8-10 F
5.4 Wetland Ecological Importance and Functionality Assessment
In order to assess the importance of wetlands identified on site from an ecological
perspective, taking into account aspects related solely to the maintenance of ecological
diversity and functionality, the EIS tool was used. For this methodology, a series of
determinants are assessed using a ranking scale of 0-4 (Table 5-2), from which the median
of each determinant is used to allocate an ecological management class.
Table 5-2: Criteria used for determining the EIS of wetlands
Primary determinants
1. Rare & Endangered Species
2. Populations of Unique Species
3. Species/taxon Richness
4. Diversity of Habitat Types or Features
5 Migration route/breeding and feeding site for wetland species
6. Sensitivity to Changes in the Natural Hydrological Regime
7. Sensitivity to Water Quality Changes
8. Flood Storage, Energy Dissipation & Particulate/Element Removal
Modifying determinants
9. Protected Status
10. Ecological Integrity
5.5 Wetland Functional Assessment
The onsite wetlands were grouped according to homogeneity and assessed utilising the
functional assessment technique, WET-EcoServices, developed by Kotze et al. (2007) to
provide an indication of the benefits and services. As a result of this, scores are not wetland
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area specific but do however provide an indication of the ecological services offered by the
different wetland systems as a whole for this project area.
5.6 Impact Assessment
The impacts of the development and operation of the proposed underground coal mining
project on the receiving wetlands areas within the project area were assessed at different
stages of the development of the mine according to the methodology indicated in Table 5-3.
A clearly defined rating scale is used to assess each impact in terms of severity, spatial
extent and duration (which determines the consequence) and in terms of the frequency of
the activity and the frequency of the related impact (which determines the likelihood of
occurrence). The overall impact significance, is then determined via a significance rating
matrix (Table 5-3) utilising the scores obtained for consequence and likelihood of
occurrence, in order to assign a final impact rating.
Table 5-3: Impact Assessment methodology
Rating Severity Spatial scale Duration Probability
7
Very significant
impact on the
environment.
Irreparable damage
to highly valued
species, habitat or
eco system.
Persistent severe
damage.
International
The effect will
occur across
international
borders
Permanent: No
Mitigation
No mitigation
measures of
natural process
will reduce the
impact after
implementation.
Certain/ Definite.
The impact will occur
regardless of the
implementation of any
preventative or corrective
actions.
6
Significant impact on
highly valued species,
habitat or ecosystem.
National
Will affect the
entire country
Permanent:
Mitigation
Mitigation
measures of
natural process
will reduce the
impact.
Almost certain/Highly
probable
It is most likely that the impact
will occur.
5
Very serious, long-
term environmental
impairment of
ecosystem function
that may take several
years to rehabilitate
Province/
Region
Will affect the
entire
province or
region
Project Life
The impact will
cease after the
operational life
span of the
project.
Likely
The impact may occur.
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Rating Severity Spatial scale Duration Probability
4
Serious medium term
environmental effects.
Environmental
damage can be
reversed in less than
a year
Municipal
Area
Will affect the
whole
municipal
area
Long term
6-15 years
Probable
Has occurred here or
elsewhere and could
therefore occur.
3
Moderate, short-term
effects but not
affecting ecosystem
functions.
Rehabilitation
requires intervention
of external specialists
and can be done in
less than a month.
Local
Local
extending
only as far as
the
development
site area
Medium term
1-5 years
Unlikely
Has not happened yet but
could happen once in the
lifetime of the project,
therefore there is a possibility
that the impact will occur.
2
Minor effects on
biological or physical
environment.
Environmental
damage can be
rehabilitated internally
with/ without help of
external consultants.
Limited
Limited to the
site and its
immediate
surroundings
Short term
Less than 1 year
Rare/ improbable
Conceivable, but only in
extreme circumstances and/
or has not happened during
lifetime of the project but has
happened elsewhere. The
possibility of the impact
materialising is very low as a
result of design, historic
experience or implementation
of adequate mitigation
measures
1
Limited damage to
minimal area of low
significance, (e.g. ad
hoc spills within plant
area). Will have no
impact on the
environment.
Very limited
Limited to
specific
isolated parts
of the site.
Immediate
Less than 1
month
Highly unlikely/None
Expected never to happen.
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6 Results
6.1 Wetland delineation
The wetland delineation was completed using the four wetland indicators: terrain indicator,
soil form, soil wetness characteristics and wetland vegetation. Section 6.1.1 to 6.1.3
describes the presence of these four indicators on site. Three major HGM units were
recorded on site, namely: valley bottom wetlands without a channel, hillslope seeps and pan
/ depressions. The hillslope seeps were either isolated as small patches along slopes, or
were linked to other HGM units. Table 6-1 represents the areas of HGM units recorded on
site and Figure 6-1 shows their distribution. A total of 160.3 ha of wetland habitat were
delineated on site, largely made up of hillslope seeps (65.7 ha).
Table 6-1: Wetland units delineated on site
HGM Unit Area (ha) Proportion of total wetlands
on site (%)
Valley Bottom without a
Channel
41.5 25.9
Hillslope seepage wetlands
connected to watercourses
65.7 41
Hillslope seepage wetlands
connected to pans
2.9 1.8
Isolated hillslope seepage
wetlands
48.8 30.4
Pans 1.4 0.9
Total 160.3 100
A 100m buffer has been assigned for surface infrastructure and the opencast pits, in
accordance with the NWA (Act 36 of 1998). The buffer zones are a requirement in order to
facilitate the protection of the delineated wetland areas within the project area. The purpose
of the establishment of buffer zones is to minimise the anthropogenic impacts associated
with the proposed development on the receiving water resources. A buffer zone is defined
as:
“the strips of undeveloped, typically vegetated land (composed in many cases of riparian
habitat or terrestrial plant communities) which separate development or adjacent land uses
from aquatic ecosystems (rivers and wetlands).”
A number of explanations have been provided for the establishment of buffer zones, some of
the reasons are listed below:
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■ Reducing the impacts of adjacent land uses on water resource quality and the
associated biodiversity, and;
■ Sustaining or improving the ability of the water resources to provide goods and
services to the current and future water end users within the catchment area.
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Figure 6-1: Wetland delineation
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6.1.1 Vegetation Indicator
Typha capensis (Common Bulrush), a common species of the permanent wetland, colonised
channels of the valley bottom type wetlands and formed mono-specific stands in certain
areas with the exception of the alien forb: Verbena bonariensis (Common Vervain). In
addition, Utricularia sp. and Limosella africana were found in the permanently wet zone.
Species that are associated with the seasonal and temporary zones were of particular
significance as the edges of where these occur were marked to determine the edge of
wetlands. Table 6-2 lists the plant species that were used as indicators of wet conditions on
site and Figure 6-2 represents examples of these. Two plant Species of Special Concern
(SSC) were recorded in wetland habitat (see Flora and Fauna Report, Digby Wells 2014),
namely: Boophone disticha (Tumbleweed) and Eucomis autumnalis (Pineapple Flower).
Table 6-2: Plant species used as indicators of wetlands
Family Species Common Name Description
Cyperaceae
Cyperus esculentus Yellow Nut Sedge Associated with streams of the valley bottom systems, this species is an indicator of seasonal wetland conditions.
Cyperus longus Waterbiesie Associated with streams of the valley bottom systems, this species is an indicator of the permanent zone.
Schoenoplectus corymbosus
This species was found on the edge of open water of the valley bottom systems.
Juncaceae
Juncus effusus Soft Rush This widespread species had colonised the ephemeral depression on site. J. effusus can be a native invader where overgrazing has taken place, as is the case at Weltevreden pan.
Poaceae
Agrostis lachnantha Bent Grass This facultative hydrophyte was found in hillslope seep wetlands, linked to the channel, in association with Imperata cyclindrica.
Andropogon eucomus Snowflake Grass A facultative hydrophytic grass that is found in the temporary zone of wetlands associated with hillslope seeps linked to the channel.
Andropogon huillensis Large Silver Andropogon
A. huillensis grows in seasonal to permanent wetland zones and was found in hillslope seeps linked to the channel.
Eragrostis gummiflua Gum Grass This facultative hydrophyte is found in disturbed areas of rocky grassland and also on the edges of wetlands.
Imperata cylindrica Cotton Wool I. cylindrica is a characteristic
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Grass feature of hillslope seeps and formed monospecific patches in isolated seeps on site. This grass turns a deep red during winter and is typically easy to distinguish from the dry Highveld grassland surrounds.
Typhaceae
Typha capensis Common Bulrush The most dominant bulrush in South Africa, this species is typical of the permanent wetland zone where shallow water is found throughout the year.
Figure 6-2: Vegetation indicators: A: Juncus effusus (Soft Rush); B: Agrostis
lachnantha (Bent Grass); C: Eragrostis gummiflua (Gum Grass); D: Andropogon
huillensis (Large Silver Andropogon); E: Utricularia sp. and F: Limosella aricana
(Mudwort)).
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6.1.2 Soil Indicator
Soil samples were taken (where possible) as transects across wetlands in order to
determine boundaries. Soil forms that are characteristic of wetlands and were present in on
site were: Dresden (Dr1), Longlands (Lo1), and Katspruit (Ka) (Digby Wells Soils Report,
2009). These soil types, as well as the E-horizon, are recognised by DWAF (2003) as
wetland soils. With regard to soil wetness features, mottling and characteristic gleyed G
horizon were used as indicators. Figure 6-3 shows examples of soils associated with
wetlands on site.
Figure 6-3: Soil indicators (A and B: soil mottling in the permanent zone of the
Weltevreden Pan; C and D: E-horizon soil in the seasonal zone of the valley bottom
system that is indicative of the seasonal wetland and E: characteristic gleying)
6.1.3 Terrain Indicator
As aforementioned, the landscape of the study area is studied on a desktop level prior to
field investigation in order to determine potential wetlands on site. Aspects of elevation and
slope are identified and later ground-truthed in the field. Isolated hillslope seeps and some
pan / depression wetlands do not necessarily occur at the lowest point in the landscape and
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in such cases, soil and vegetation indicators are used to confirm their presence. Wetlands
identified are classified into HGM units based on geomorphology and hydrology. Table 6-3
provides descriptions of the HGM units that are present on site.
Table 6-3: Descriptions of HGM units observed on site
Wetland HGM Unit
Descriptions
Pan
/D
ep
ressio
n
Pans are shallow ephemeral
systems and generally occur over
shales and unconsolidated
surficial sandstones in South
Africa (Allan et al. 1995). Their
formation is dependent on a
number of factors, including
climate, geological susceptibility,
disturbance to the surface via
animals, salt-weathering, a lack of
integrated drainage systems and
deflation processes (Goudie and
Thomas 1985). They are inward
draining systems and as a result,
their catchment is regarded as sensitive.
The Wetevreden pan was fed primarily by surface water and was characterised by a narrow
catchment and an absence of seeps leading into it.
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Vall
ey b
ott
om
wit
ho
ut
a c
han
nel
The valley bottom wetlands
without channels are located at
the lowest position in a
landscape where the water
drained from the local slopes
accumulate. Water expressed in
the hillslope seepage wetlands
may also drain towards the
valley bottom wetlands. These
wetland systems play important
functions such as sediment
trapping, flood attenuation and
nutrient-cycling. The valley
bottom without a channel
wetland on site receives
extensive amounts of sediment and flow from the surrounding cultivated slopes. This allows
an opportunity for contact between solute-laiden water and the wetland vegetation, thus
providing an opportunity for flood and contaminant (nutrients, pesticides, herbicides)
attenuation. Extensive areas of these wetlands remain saturated as stream channel input is
spread diffusely across the valley bottom, even at low flows (Kotze et al., 2007). These
wetlands also tend to have a high organic content. Facultative wetland indicator plant
species, comprising a mixture of grasses and sedges are evident as longitudinal bands within
a relatively narrow zone along the valley bottoms. Facultative wetland plant species usually
grow in wetlands (67-99% of occurrences) but occasionally are found in non-wetland areas.
Lateral seep zones form part of the adjacent hillslope seepage wetlands, this is a
characteristic for all the valley bottom wetlands. The primary drivers for these systems, owing
to the shallow gradients along the valley bottoms are diffuse horizontal surface flow and
interflow. There is generally a clear distinction in the transition in the vegetation structure
between the mixed grass-sedge meadow zones that characterise these wetlands to the more
intermittently wet grassland habitats associated with the adjacent hillslope seepage wetlands
(Kotze et al., 2007).
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Seep
ag
e w
etl
an
d
Seepage wetlands are usually
associated with a perched
groundwater table, where
precipitation that occurs within
the greater catchment is
temporarily stored within the soil
profile as a result of impervious
strata in the soil profile. The
impervious strata within the soil
profile is normally made up of an
unweathered parent material or
swelling clays typically
associated with granites,
sandstones or shales. Hillslope
seepage wetlands are expressed were the soil profile is shallow enough such that impervious
layer and the water stored within the soil profile are expressed on the surface. The soils in the
area must be waterlogged long enough for oxygen to be depleted through a chemical
process of reduction which results in the presence of radoximorphic features in the soil.
Hillslope seepage wetlands are created and maintained by infiltration processes that occur in
the surrounding non-wetland areas within the catchment. Hillslope seepage wetlands
connected to watercourses are wetland systems which are directly linked on the surface to
watercourses. This type of system typically contributes to flow in the watercourses, even if
this contribution is only on a seasonal basis.
Hillslope seeps may be isolated (as frequently observed on the Weltevreden site) or linked to
a stream channel or depression. Isolated hillslope seeps identified on site were colonised by
Imperata cylindrica (Cottom Wool Grass).
6.2 Wetland Functionality
Extensive literature searches have revealed that very few practitioners have quantified the
benefits of wetland functionality. In addition to this, it appears likely that the functions of the
wetlands are variable depending on the characteristics of the wetlands and landscape.
The general features of the wetlands were assessed in terms of functioning and the overall
importance of each hydrogeomorphic unit was then determined at a landscape level. The
level of functioning supplied by each of the hydrogeomorphic units for various ecological
services is presented in Table 6-4. The results from the “WET-EcoServices” tool are
presented below in Figure 6-4.
HGM Units were rated according to the following scale:
■ <0.5 Low
■ 0.5-1.2 Moderately Low
■ 1.3-2.0 Intermediate
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■ 2.1-2.8 High
■ >2.8 Very High
The hillslope seepage wetlands connected to the watercourse, isolated hillslope seepage
wetlands and valley bottom wetlands scored moderately high for water quality enhancement;
including sediment trapping, phosphate trapping, nutrient processing and toxicant removal.
Water quality enhancement is regarded as the most significant eco-service provided by
wetlands on site. It is important to consider the proximity of the agricultural land to the
wetlands and the use of the wetlands by livestock. Additionally, the proposed mining
activities may limit the quantity of water recharging the wetland areas as well as impact on
the quality of available water, thus it may be assumed that the functioning of the wetland
areas to offer services in terms of water quality improvement may become more important
as mining operations progress.
As a result of the reduction in quantity of water recharging wetland areas, it may be assumed
that certain wetland areas will be lost. Regardless of this, it is imperative that the loss of
wetlands area is minimal so as to maintain the ecological services offered. The valley bottom
wetlands receive water inputs from adjacent slopes via runoff and interflow from the hillslope
seeps. Hillslope seeps receive water from groundwater sources through perched aquifers.
As a result of the proposed opencast mining activities, there will be alterations in
underground water dynamics, as well as the removal of surface drainage areas. This in turn
will limit the quantity of water leading to the wetlands downstream. Pans receive water inputs
from runoff from the surrounding catchment area and lateral seepage from adjacent hillslope
seeps. As a result of this, it is highly recommended that wetlands downstream of the mining
operation be recharged artificially.
Table 6-4: List and scoring of eco-services provided by HGM units on site
Summary Sheet Valley bottom
without a
channel
Hillslope
seep
connected to
pan
Hillslope seep
connected to
watercourse
Isolated
hillslope seep
Pans
Overall score Overall score Overall score Overall score Overall score
Flood attenuation 2.3 1.9 2.2 1.8 1.8
Stream – flow
regulation
3.2 2.2 2.4 1.4 2.0
Sediment trapping 2.5 1.9 3.1 2.5 1.9
Phosphate trapping 3.2 1.9 3.0 2.5 2.6
Nitrate removal 3.3 2.6 2.8 2.5 2.6
Toxicant removal 3.2 2.3 3.1 2.8 2.3
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Erosion control 2.0 1.8 2.5 2.2 0.8
Carbon storage 2.0 1.7 2.3 2.0 1.3
Maintenance of
biodiversity
2.3 2.4 1.7 1.6 2.7
Water supply for
human use
2.7 1.4 1.2 0.9 2.0
Natural Resources 1.2 0.8 0.8 0.8 1.0
Cultivated foods 0.2 0.8 0.8 0.8 0.2
Cultural significance 0.0 0.0 0.0 0.0 0.0
Tourism and
recreation
1.3 0.6 0.7 0.9 1.1
Education and
research
1.8 1.8 1.3 1.0 1.8
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Figure 6-4: Radial plots of Eco-services provided by wetlands on site (A: valley
bottom without a channel; B: hillslope seep connected to the watercourse; C:
hillslope seep connected to a pan; D: isolated hillslope seep and E: pan / depression)
6.3 Wetland Present Ecological State (PES)
All of the wetlands within the study area have been modified to some extent with 76.3% of
the wetlands being moderately modified (PES C) and 23.7% regarded as largely modified
(PES D). Figure 6-5 represents examples of impacts on wetlands on site.
The general features of the identified wetland units within the project were assessed in terms
of impacts on the integrity of these systems. The identified impacts are associated with
activities such as livestock farming, crop cultivation (Maize) and damming. Damming is
regarded as the major impact on site. Some of the impacts identified within the project area
during the site investigations include:
■ Overgrazing and trampling by livestock: This was particularly observed in the pan,
where paths had forms due to livestock trampling. Further to this, Juncus effusus had
become dominant as other species present had been overgrazed. Trampling of
vegetation results in a decrease in surface roughness; which in turn increases the rate
of infiltration and can also promote erosional processes;
■ Eutrophication from the use of pesticides and fertilisers: Evidence of this was
observed in valley bottom wetlands; where colonies of Utricularia sp. had begun to
form dense mats. Although the current scenario is not regarded as a major impact,
mat-forming water plants may establish if the nutrient load of the wetlands increases
and owing to the exponential growth habits of these plants, flow may be impeded;
■ Damming: 5.44% of valley bottom wetlands on site were made up of dams. The
result is shortening and diversion of natural channels as well as the trapping of
sediment. Sediment trapped in dams is critical for the maintenance of habitats and
physical processes downstream. Furthermore, when the sediment load downstream is
not replenished, erosional processes are promoted and the stream or river may
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become deeply incised. Damming may also hamper the transfer of genetic material
through streams and rivers in the form of fish and invertebrates and
■ Local farm roads crossing wetlands: This causes compaction of sediments which
hampers water flow through the wetlands.
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Figure 6-5 represents examples of impacts on hydrology, geomorphology and vegetation.
Figure 6-5: Examples of current impacts on wetlands on site (A: damming across a
channel; B: alien bushclumps in the catchment of a valley bottom wetland and C:
cattle path through an overgrazed pan)
6.4 Wetland Ecological Importance and Sensitivity (EIS)
The highest ecological importance and sensitivity scores (rated as C – moderate) are
associated with approximately 60% of the wetlands within the study area. These have the
highest EIS scores predominantly as a result of their functioning to retain water and support
adjacent wetland areas through interflow seepage. These wetland areas are considered to
be ecologically important and sensitive on a provincial or local scale. The biodiversity of
these wetland areas are not usually sensitive to flow and habitat modifications and in
addition to this, these wetland areas play a small role in moderating the quantity and quality
of water of major rivers. Approximately 40% of all the wetlands within the study area have
been rated low to marginal (rated as D) and these areas are no longer ecologically important
and sensitive at any scale. The reason being, these areas are currently being disturbed and
functioning altered through agricultural practices as well as with the destruction of wetland
areas by road and drainage channel construction.
Figure 6-6 represents both the PES and EIS of the identified wetlands on site.
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Figure 6-6: Present Ecological State and Ecological Importance and Sensitivity
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7 Impacts Assessment
As aforementioned in Section 5.6, the impacts of the proposed opencast mine will be
assessed using a standard rating table. The general approach for impacts assessment is to
adhere to the mitigation hierarchy, as represented in Figure 7-1. The aim is to strive to avoid
damage or loss of ecosystems and services that they provide and where they cannot be
avoided, to reduce and mitigate impacts (DEA, 2013). Offsets to compensate for loss of
habitat are regarded as a last resort, after all efforts have been made to avoid, reduce and
mitigate. Developments related to the proposed opencast mine to consider for the impacts
assessment include: opencast pits, Pollution Control Dams (PCD’s), diesel storage tank,
coal stockpile, haul road and additional mining infrastructure.
Figure 7-1: Mitigation hierarchy
The proposed mine plan, as represented will result in loss of 57.51 ha of wetland habitat,
primarily of hillslope seeps. The pan / depression wetland and the 100m buffer around it
have been excluded from the mine plan in order to avoid impacts on this wetland. Impacts
on the valley bottom wetland have been avoided as far as possible but seeps leading to the
wetland will be lost.
Figure 7-2 represents the area of wetland that coincides with the proposed opencast pits.
Table 7-1: Area of wetland anticipated to be lost to the proposed opencast mine
HGM unit Areas anticipated to be lost (ha)
Hillslope seepage connected to water course 34.71
Isolated hillslope seepage 22.56
Valley bottom without a channel 0.24
Total 57.51
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Figure 7-2: Impacts Assessment
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7.1 Issue 1: Loss of wetland area
A loss of hillslope seep wetland, leading to the valley bottom system is expected due to
opencast mining. Owing to the fact that the valley bottom systems are fed via groundwater
linkages, as well as surface water, the loss of aquifer-driven hillslope seeps will impact on
hydrology of these wetlands. The following impacts are expected to result from the direct
loss of wetland areas:
■ Impact 1: Loss of hillslope seeps
■ Impact 2: Loss of valley bottom systems
7.1.1 Impact 1 - Loss of hillslope seeps
Loss of seeps leading to wetlands, as aforementioned, will result in a loss of a water input
into valley bottom wetlands. As a consequence the valley bottom wetlands may reduce in
area. Although wetlands on site are regarded to be in a poor ecological condition, the loss of
these systems will remove the potential for any opportunities to improve their ecological
status at all.
Loss of wetlands will also reduce the area available for waterbirds that may utilise wetlands,
such as Grey Heron (Ardea cinerea) and Purple Heron (Ardea purpurea) (See Flora and
Fauna Report, Digby Wells 2014) as well as other wetland-dependant fauna such as
amphibians. Clearing of vegetation will result in loss of wetland plants and potentially SSC.
The proposed haul road and mining infrastructure currently transects the hillslope seepage
area to the south of the study area. The opencast mining operations will cause an
interruption to both ground and surface water dynamics and so it may be assumed that this
isolated hillslope seepage wetland to the south of the opencast mining area will be lost. In
spite of hillslope seepage areas normally being associated with groundwater discharges,
flow through may be supplemented by surface water contributions. In addition to this, these
units contribute to some surface flow attenuation. As a result of this, any unnecessary
destruction of the wetland area to the south of the mining activities should be avoided as
these wetlands still provide ecological functions such as water quality enhancement.
Wetland Assessment
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7.1.2 Impact 2 - Loss of Valley Bottom Wetlands
Only 0.24 ha of valley bottom wetland is anticipated to be lost. The impacts on hydrology
and geomorphology are regarded as minimal.
Proposed Mitigation
There is no mitigation for loss of wetland habitat. It is highly recommended that the 100m
buffer be implemented for all wetland areas in order to reduce the potential impact.
Issue 1 Loss of habitat
Parameters Severity Spatial
scale
Duration Probability Significance
Impact 1 Loss of hillslope seeps
Pre- Mitigation Serious (4) Local (3) Permanent
(6)
Certain (7) Medium-High
(80)
Post-
Mitigation
No mitigation
Impact 2 Loss of valley bottom wetlands
Pre-Mitigation Minor (2) Local (3) Permanent
(6)
Highly
Probable (6)
Medium – Low
(66)
Post-
Mitigation
No Mitigation
7.2 Issue 2: Loss of wetland integrity and functionality
Although wetlands on site are not in a pristine condition, their ecological integrity and
functionality should be preserved and, if possible, improved. Failure to responsibly manage
polluted water and potentially hazardous substances on site will result in contamination of
water resources. Global research has place much focus on the treatment of water that has
been polluted by hydrocarbons and heavy metals related to mining (Wang et al. 2011) by
using technologies such as bioremediation and phytoremediation to remove contaminants.
The following impacts on wetland integrity and functionality are expected to occur:
7.2.1 Impact 3: Chemical contamination of surface water
Contamination of wetland areas with waste water from the coal mine area will result in the
loss of biodiversity, especially of very sensitive species. The severity of the loss of
biodiversity as a result of water contamination is regarded as significant due to the
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cumulative loss of wetland areas and the associated biodiversity within the region. The
potential of the impact being imposed onto the system as a result of the operation of the
mine is likely.
Proposed Mitigation
The mine should implement measures to separate contaminated mine water from clean rain
water to ensure that the contaminated water is contained and does not spill into the
surrounding wetland areas therefore impacting on their integrity.
The establishment of vegetated buffer strips must be constructed to function as a protective
barrier between the dirty water containment structures and the delineated wetland areas in
order to protect the integrity of wetlands. The vegetated buffer strips will function as filters
that intercept overland spill overs, trap sediments and other contaminants, reduce overland
flow velocities thus enhancing sedimentation and infiltration. In addition, the overflow of
contaminated water into the surrounding wetland areas should be prevented at all costs.
Diesel storage tanks should be bunded and or placed in sunken catchpits with bunded area
adequately lined and covered with loose sand that is large enough to contain a significant
spill, should it occur. Any possible spillage must be returned to the source via vertical
pumps. In the unlikely event of any spillages outside bunded areas, as well as contaminated
storm-water, flow to an emergency storage dam, for recycling back into the process.
Furthermore, all bunded areas must be designed to contain a minimum of 150% of any tank
volume inside its perimeter, in case of a failure of such a tank. Additionally, it is
recommended that the placement of the tank be in the same area suggested for the mining
infrastructure.
Impact 2 Loss of wetland integrity and functionality
Parameters Severity Spatial
scale
Duration Probability Significance
Issue 3 Chemical contamination of surface water
Pre- Mitigation Very
significant
(7)
Local (3) Permanent
(7)
Certain (7) Medium-High
(110)
Post-
Mitigation
Minor (2) Local (3) Immediate
(1)
Unlikely (3) Low (15)
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7.3 Cumulative Impacts
Due to the inappropriate management of water resources in the Komati River catchment, the
PES has been moderately modified. A major anticipated impact on the greater wetland
catchment is water contamination from mining activities. It is imperative that water
contamination is avoided at all costs, in valley bottom systems specifically; as these link up
to the greater stream network and may cause further degradation to the catchment. Misuse
of water resources due to mining has been observed in the Olifants catchment, where water
quality has undergone severe degradation.
The cumulative impact of the proposed opencast mine is regarded as moderate, as the
study area is not regarded as particularly significant from an ecological perspective. Owing
to a history or poor land management, the natural habitat on site has been transformed.
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7.4 Impact mitigation hierarchy
The mitigation hierarchy process has been considered for this project and the details
pertaining to the relevant sections and the associated recommendations are presented in
Table 7-2.
Table 7-2: The details pertaining to the mitigation hierarchy for the project
Stage Description
Avoid When possible wetland areas have been avoided. This processes resulted in
the mine plan being altered so that selected wetland areas can be avoided.
Areas that were allocated a poor EIS or PES score were included into the
mine plan, with more sensitive areas being excluded. In addition to this, where
possible existing infrastructure such as roads have been included into the
mine design and selected infrastructure such as the PCDs and site offices
have also been placed outside of the wetland areas.
Minimise Realistically there is no mitigation for the mining (opencast) of wetlands, these
impacts would have to be offset. Where impacts could be minimised,
mitigation measures have been prescribed.
Rehabilitate No formal rehabilitation plan has been included for this specialist study.
Details pertaining to site rehabilitation will be included in the Rehabilitation
Plan for the mine.
Offset No formal offset strategy has been formulated for the project. It is
recommended that the impacts to the wetland areas be offset by managing
and enhancing the ecological state and services being offered by the
remaining wetland areas within the project area.
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8 Discussion
The Weltevreden study area is located within the quaternary catchment X11D; which is the
Komati River catchment. The major watercourse impacted upon is the Klein Komati River
and the quaternary catchment has been assigned a PES of C – moderately modified. Three
wetland units have been identified by NFEPA, namely the Weltevreden Pan and two isolated
seep; which have been allocated ranks 2, 2, and 6 respectively. Further to this, no necessary
or irreplaceable areas were identified, according to the Mpumalanga C-Plan, in order to meet
their objectives.
Wetlands on site make up a total area of 160.3 ha, which is largely attributable to extensive
hillslope seep area. HGM units on site were comprised of: valley bottom without a channel, a
single pan / depression and hillslope seeps (either linked to channels, pans or were
isolated).
Agricultural practices such as overgrazing and trampling, pasture conversions, damming and
crop planting in wet areas are largely responsible for the current impacts on the biodiversity
and water quality of the wetlands in the study area. While it is evident from the study that
these impacts have affected the ecological state of the wetlands, in addition to this, impacts
such as road and drainage channel construction and damming have seriously affected the
underlying hydrology (key driver) supporting the wetland areas. All of the wetlands within the
study area have been modified to some extent with 76.3% of the wetlands being moderately
modified (PES C) and 23.7% regarded as largely modified (PES D). The Weltevreden Pan
was allocated a PES of C (moderately modified).
The primary ecological service provided for by the wetland areas is the enhancement of
water quality. The specific services offered for each wetland unit according to Kotze et al.
(2007) are presented in Table 6-4.
The major impact anticipated from the proposed activity is direct loss of wetlands,
particularly hillslope seeps that lead to channels.
The cumulative impacts of the proposed development should be considered, owing to large-
scale mining development in the Mpumalanga Province. If valley bottom wetlands are
avoided, the cumulative impact is regarded as moderate. Further to this, the mitigation
hierarchy should be adhered to and efforts should be made to avoid and reduce impacts to
wetlands on site.
9 Recommendations
■ It is recommended that direct impacts to the wetland areas be restricted to the
opencast area. Additionally, the functioning of the wetland areas should be artificially
created so as to ensure the survival of the remaining wetland areas as well as their
ability to offer ecological services in the way of water quality enhancement continues.
Mitigation measures for the proposed mining activities are discussed below.
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■ DWAF has guidelines for drinking and live-stock watering water qualities as well for
aquatic ecosystems which should be incorporated into catchment management
strategies. It is recommended that water quality monitoring guidelines be included,
which will be water quality requirements to maintain sustainable ecological functioning
in the river/wetland. Surface water quality will become a greater issue because of the
proposed opencast mining. Issues such as storm water runoff carrying coal particles
into natural streams, dust from opencast mines settling in wetlands and rivers,
increased total dissolved solids, increased pH and increased electrical conductivity all
impact on wetland functioning by disturbing natural sediments in wetlands and directly
impacting and faunal and floral organisms critical to proper wetland functioning.
■ In order to minimize the impact of excessive sedimentation to the wetland areas it is
recommended that earth piles be vegetated and gabions used in areas of high runoff
potential to trap lose sediment. Additionally it is recommended to construct berms,
approximately 1.0m – 1.5m high for the length of area between the opencast
workings/soil stock piles and the wetland areas. The purpose of these berms would
be to intercept flows containing suspended soils and create a depositional
environment, inhibiting sediment introduction into the downslope wetland areas. It is
also recommended that current agricultural fields on the periphery of the opencast
area be rehabilitated to natural grasslands. This will minimise areas where lose
sediment is available a result of the agricultural practices and in addition create areas
which will contribute to erosion control and sediment trapping required for the mining
activities.
■ The coal should be stored and carefully managed to minimise dust emissions, water
can be sprayed onto them, so that wind doesn't blow particles of coal onto adjacent
systems and/or neighboring properties. An optional mitigation measures to prevent
the remote possibility of groundwater contamination is with the installation of an
impermeable liner under the stockpiles as a contingency against the possibility that
coal from untested portions of the mine could contaminate water to a greater degree
than the existing tests indicate. A detrimental effect of such a measure is the volume
of contaminated surface runoff collected by the drainage systems. The use of
impermeable liners is technically feasible but would represent substantial and
possibly, unnecessary expense. It is situated above an already disturbed area and
this disturbed area can be rehabilitated to minimize runoff from the stockpile into the
surrounding landscape. This can be achieved through vegetating the area and/or the
use of gabions as well as berms.
■ Formulate a wetland offset strategy for the wetland areas which will be mined. This
strategy could place emphasis on the management and enhancement of the
ecological services and overall state of the wetland areas within the project boundary
area,.
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10 Conclusions
It can be concluded that the findings from this wetland assessment show that no change in
wetland area, PES, EIS or ecological services has taken place since the initial surveys took
place for the report submitted in 2008 and that the former findings have been confirmed.
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Appendix A: CV’s of the Specialists
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Ms Crystal Rowe
Flora and Fauna Ecologist and Wetland Specialist
Biophysical Department
Digby Wells Environmental
EDUCATION
2011: BSc Honours (Botany) – Nelson Mandela Metropolitan University
2008-2001: Undergraduate BSc – Nelson Mandela Metropolitan University
EMPLOYMENT
June 2013 – Present: Digby Wells Environmental
December 2011 – June 2013: Natural Scientific Services CC
EXPERIENCE
June 2013 – Present: Digby Wells Environmental
Crystal was appointed by Digby Wells Environmental chiefly as a Flora and Fauna Ecologist
but also to assist in conducting wetland assessment studies. Crystal’s flora background aids
in her understanding on wetlands from a floral perspective. The wetland assessment studies
include in particular the delineation of wetland boundaries, classification of wetland units
according to the HGM Classification System, integrity description of the identified wetland
units, functional assessment of the identified wetland units and subsequent compilation of
management recommendations mitigation against the impacts. In addition, Crystal has also
completed a course in Tools for Wetland Assessments at Rhodes University (2011).
December 2011 – June 2013: Natural Scientific Services CC
Field work and report compilation for Biodiversity Baseline Assessments, Wetland
Assessments (WA) and Impact Assessments (IA).
PROJECT EXPERIENCE
Wetland Assessments
■ Wetland assessments throughout South Africa
■ Wetland studies in Northern Mozambique, and;
■ Wetland studies in Sierra Leone.
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Mr. Andrew Husted
Operations Manager
United Kingdom: Office Manager
Digby Wells Environmental
Education
2006 – 2007: BSc Masters in Aquatic Health – University of Johannesburg (UJ)
2005 – 2006: BSc Hons. Zoology – Aquatic Health – Rand Afrikaans University (RAU)
2005 – 2003: BSc Natural Science – Zoology & Botany (RAU)
Professional Registration
South African Council for Natural Scientific Professions (Membership No. 400213/11)
Accredited: South African Scoring System version 5 (SASS5)
Employment
August 2007 – Present: Digby Wells Environmental
January 2006 – June 2007: Econ@UJ, as an aquatic ecologist
Experience
Andrew is currently in the role of Operations Manager for the London office. This is a new
endeavour to establish and develop a sustainable office as the company’s global footprint
continues to grow. The primary responsibilities for the role include client liaison, project
management, staff management and office management.
He has been tasked with managing projects on local and international levels. This has
included the management of specialist studies which have either contributed to a larger
study or have been required for a strategic assessment. In addition to this, Andrew has
managed large scale mining projects on an international level.
His experience has included managing a multi-disciplinary department of scientists providing
specialist services in support of national and international requirements as well as best
practice guidelines, primarily focussing on the mining sector. In addition to managing the
department, Andrew was also expected to provide specialist technical input, most notably
focusing on water resource management. Information pertaining to the technical expertise of
Andrew include the following:
■ Aquatic ecological state assessments of rivers and dams;
■ Instream Flow Requirement or Ecological Water Requirement studies for river
systems;
■ Ecological wetland assessment studies, including the integrity (health) and functioning
of the wetland systems;
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■ Wetland offset strategy designs;
■ Wetland rehabilitation plans;
■ Monitoring plans for rivers and other wetland systems;
■ Toxicity and metal analysis of water, sediment and biota.
■ Fish telemetry assessment which included the translocation of fish as well as the
monitoring of fish in order to determine the suitability of the hosting system.
Training
■ Wetland and Riparian Delineation Course for Consultants (Certificate of Competence)
– DWAF 2008
■ The threats and impacts posed on wetlands by infrastructure and development:
Mitigation and rehabilitation thereof – Gauteng Wetland Forum 2010
■ Ecological State Assessment of Lentic Systems using Fish Population Dynamics –
University of Johannesburg/Rivers of Life 2010
■ Soil Classification and Wetland Delineation – Terra Soil Science 2010
■ Wetland Rehabilitation Methods and Techniques - Gauteng Wetland Forum 2011
■ Application of the Fish Response Assessment Index (FRAI) and Macroinvertebrate
Response Assessment Index (MIRAI) for the River Health Programme 2011
■ Tools for a Wetland Assessment (Certificate of Competence) – Rhodes University
2011
Publications
Tate, R.B. and Husted, A (2013 for review). Bioaccumulation of metals in Tilapia zillii
(Gervai, 1848) from an impoundment on the Badeni River, Cote D'Iviore. African Journal of
Aquatic Science.
O’Brien, G.C., Bulfin, J.B., Husted, A. and Smit, N.J. (2012). Comparative behavioural
assessment of an established and new Tigerfish (Hydrocynus vittatus) population in two
manmade lakes in the Limpopo catchment, Southern Africa. African Journal of Aquatic
Science.
Husted, A. (2009). Aspects of the biology of the Bushveld Smallscale Yellowfish
(Labeobarbus polylepis): Feeding biology and metal bioaccumulation in five populations. The
University of Johannesburg (Thesis).
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Appendix B: Wetland Delineation Methodology
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Wetland delineation
In accordance with the definition of a wetland in the National Water Act (NWA), vegetation is
the primary indicator of a wetland, which must be present under normal circumstances.
However, the soil wetness indicator tends to be the most important in practices. The
remaining three indicators are then used in a confirmatory role. The reason for this is that the
response of vegetation to changes in the soil moisture regime or management are relatively
quick and may be transformed, whereas the morphological indicators in the soil are
significantly more permanent and will hold the indications of frequent and prolonged
saturation long after a wetland has been drained (perhaps several centuries) (DWAF, 2005).
In accordance with DWAF guidelines (2005) the wetland delineation procedure considers
four attributes to determine the limitations of the wetland. The four attributes are:
Terrain Unit Indicator
Terrain Unit Indicator (TUI) areas include depressions and channels where water would be
most likely to accumulate. These areas are determined with the aid of topographical maps,
aerial photographs and engineering and town planning diagrams (these are most often used
as they offer the highest degree of detail needed to accurately delineate the various zones of
the wetland) (DWAF, 2005).
Soil Form Indicator
Hydomorphic soils are taken into account for the Soil Form Indicator (SFI) which will display
unique characteristics resulting from prolonged and repeated water saturation (DWAF,
2005). The continued saturation of the soils results in the soils becoming anaerobic and thus
resulting in a change of the chemical characteristics of the soil. Iron and manganese are two
soil components which are insoluble under aerobic conditions and become soluble when the
soil becomes anaerobic and thus begin to leach out into the soil profile. Iron is one of the
most abundant elements in soils and is responsible for the red and brown colours of many
soils. Resulting from the prolonged anaerobic conditions, iron is dissolved out of the soil, and
the soil matrix is left a greying, greenish or bluish colour, and is said to be “gleyed”. Common
in wetlands which are seasonally or temporarily saturated is a fluctuating water table, these
results in alternation between aerobic and anaerobic conditions in the soil (DWAF, 2005).
Iron will return to an insoluble state in aerobic conditions which will result in deposits in the
form of patches or mottles within the soil. Recurrence of this cycle of wetting and drying
over many decades concentrates these insoluble iron compounds. Thus, soil that is gleyed
and has many mottles may be interpreted as indicating a zone that is seasonally of
temporarily saturated (DWAF, 2005).
Soil Wetness Indicator
In practice, the Soil Wetness Indictor (SWI) is used as the primary indicator (DWAF, 2005).
Hydromorphic soils are often identified by the colours of various soil components. The
frequency and duration of the soil saturation periods strongly influences the colours of these
components. Grey colours become more prominent in the soil matrix the higher the duration
and frequency of saturation in a soil profile (DWAF, 2005). A feature of hydromorphic soils
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are coloured mottles which are usually absent in permanently saturated soils and are most
prominent in seasonally saturated soils, and are less abundant in temporarily saturated soils
(DWAF, 2005). In order for a soil horizon to qualify as having signs of wetness in the
temporary, seasonal or permanent zones, a grey soil matrix and/or mottles must be present.
Vegetation Indicator
If vegetation was to be used as a primary indicator, undisturbed conditions and expert
knowledge are required (DWAF, 2005). Due to this uncertainty, greater emphasis is often
placed on the SWI to delineated wetland areas. In this assessment the SWI has been relied
upon to delineated wetland areas in addition, the identification of indicator vegetation
species and the use of plant community structures has been used to validate these
boundaries. As one moves along the wetness gradient from the centre of the wetland to the
edge, and into adjacent terrestrial areas plant communities undergo distinct changes in
species composition. Valuable information for determining the wetland boundary and
wetness zone is derived from the change in species composition. When using vegetation
indicators for delineation, emphasis is placed on the group of species that dominate the plant
community, rather than on individual indicator species (DWAF, 2005).
The health of wetlands
Table B-11-1: Health categories used by WET-Health for describing the integrity of wetlands
i) Description ii) Score iii) Category
iv) Unmodified, natural v) 0 – 1 vi) A
vii) Largely natural with few modifications. A
slight change in ecosystem processes is
discernable and a small loss of natural habitats
and biota may have taken place.
viii) 1.1 –
2 ix) B
x) Moderately modified. A moderate
change in ecosystem processes and loss of
natural habitats has taken place but the natural
habitat remains predominantly intact
xi) 2.1 –
4 xii) C
xiii) Largely modified. A large change in
ecosystem processes and loss of natural habitat
and biota and has occurred.
xiv) 4.1 -
6 xv) D
xvi) The change in ecosystem processes
and loss of natural habitat and biota is great but
some remaining natural habitat features are still
recognizable.
xvii) 6.1 –
8 xviii) E
xix) Modifications have reached a critical
level and the ecosystem processes have been
modified completely with an almost complete loss
of natural habitat and biota.
xx) 8.1 –
10 xxi) F